Long-term behavior of lime-stabilized kaolinite clay

Environmental Earth Sciences

Volumn 66, Issue 7, 2012, Pages 1943-1955

  Kavak, Aydin ^a   Baykal, Gökhan ^b  

^a KOCAELI UNIVERSITY   (Turkey)

^b BOGAZICI UNIVERSITY   (Turkey)

Author keywords

Clay; Kaolinite; Lime; Lime stabilization; Soil; Stabilization

Indexed keywords

CALCIUM ALUMINATE; CLAY SOIL; HIGHWAY CONSTRUCTION; INITIAL VALUES; KAOLINITE CLAY; LIME STABILIZATION; LONG-TERM BEHAVIOR; LONG-TERM STRENGTH; MICROFABRIC; POZZOLANIC REACTION; PURE KAOLINITE; SCANNING ELECTRON MICROSCOPE; SILICATE HYDRATES; UNCONFINED COMPRESSION TESTS; UNCONFINED COMPRESSIVE STRENGTH; WELL-ESTABLISHED TECHNIQUES;

CLAY; COMPRESSION TESTING; CURING; HIGHWAY ENGINEERING; HYDRATES; KAOLINITE; LIME; SCANNING ELECTRON MICROSCOPY; SILICATES; SOILS; X RAY DIFFRACTION;

STABILIZATION;

ALUMINOSILICATE; CLAY SOIL; COMPRESSIVE STRENGTH; DURABILITY; HUMIDITY; KAOLINITE; LIME; ROAD CONSTRUCTION; SOIL STABILIZATION;

EID: 84864132744     PISSN: 18666280     EISSN: 18666299     Source Type: Journal    
DOI: 10.1007/s12665-011-1419-8     Document Type: Article

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